For the state of plane stress in the figure, (a) draw the Mohr's circle, (b) determine the principal stresses, (c) determine the maximum shearing stress.

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Use mohr' circle

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QUESTION 1 PART A AND B

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30 25 11 o'- -10- -65' 1 30 25 o' 17,600 psf I -30- -65'- 17,600psf -10 Fill in this table y coordinate to base of wall (ft) -15 -20 -30 anchored wall - use this net stress diagram. -45 1200 psf 1200 psf 30 25- o' -15- -65'- 17,600psf 30 25 O' || T -45'. -65" 17,600 psf Factor of safety 1200 psf 1200 psf For F15, y coord, to base of wall 30 25' o' -20- -65'- = 17,600 psf 1200 psf Do all 5 wall depths 417104

Using Mohr's Circle, solve Review problem R9-5 in the 10th Ed. of the text. Plot your solution along with notation of the axes and all the values below on graph paper. Show your calculation for the values below. 1. Find the Principal Stresses, and the orientation of the element at the those stresses 2. Find the maximum in plane shear stress, and the orientation of the element at that stress 3. Find the absolute maximum in plane shear stress 4. Find the normal stresses and shear stress when the element is rotated 30 degrees counterclockwise 30 ksi 10 ksi R9-5

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